SPFB Sedimentation, Precipitation and Flocculation Unit



The Sedimentation, Precipitation and Flocculation Unit, "SPFB", has been designed by EDIBON to study the parameters that affect the physicochemical treatment of wastewater for purification.

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The Sedimentation, Precipitation and Flocculation Unit, "SPFB", has been designed by EDIBON to study the parameters that affect the physicochemical treatment of wastewater for purification. The objective of the unit is to reduce colloidal and suspended matter by studying the precipitation, coagulation, flocculation and sedimentation stages.

The process starts with the supply of water to be treated to the unit, using the raw water an adjustable speed supply pump for that purpose. The supply flow is obtained with the flow meter. The raw water is introduced into the precipitation tank, where an adjustable speed pump adds dissolved caustic soda to neutralize that water. Besides, there is an adjustable speed stirrer that facilitates the mixture of the reagents associated to the neutralization reaction. It also includes a temperature sensor and a pH-conductivity sensor to control the key variables of the precipitation process.

Then, water overflows onto the flocculation tank, which is divided into two parts: the coagulation tank and the flocculation tank. Water overflows from one tank to the other. The difference between them is the type of compound added for the colloids breakdown and the formation of flocs.

Coagulation takes place in the first tank by adding coagulant with an adjustable speed pump. The coagulation tank includes an adjustable stirrer to break the colloids down. Thus, the mixing will be intense to obtain a uniform and quick distribution of the coagulant before the chemical reaction is generated.

Different sections are observed in the second tank. The first one is delimited by baffle walls to help the mixing process and the others are delimited by stirrers. A flocculant is added to the first section through an adjustable speed pump to help in the generation of flocs. The size of those flocs grows in the other sections in order to increase the efficiency of the settling process. For that purpose, the fluid is quietened, preventing turbulences. There is an adjustable speed stirrer in each section to encourage the bond of the particles and their agglomeration as flocs.

Finally, water goes to a lamella separator, where the flocs are separated from the treated water by a settling process. The clarified water leaves through the top and is driven to the treated water tank, while sludge is accumulated in a hopper at the bottom of the unit. As a final result, treated water is stored in the purified water tank, while sludge is extracted from the separator in the sludge tank.

The unit has sampling points in each tank of the process, including the different sections of the flocculation tank. Besides, it has a conductivity meter to analyze the conductivity variation along the process and associate it with the evolution of the dissolved solids.



  1. Familiarization with precipitation, flocculation and sedimentation processes.
  2. Analysis of the pH influence on precipitation.
  3. Analysis of the stirring influence on precipitation, coagulation and flocculation.
  4. Study of the operation of a lamella separator and influence of the number of lamellas.
  5. Quantitative analysis of the amount of precipitant, coagulant and flocculant in the water treatment process.
  6. Determination of a steady operating state.


  1. Treating wastewaters with different characteristics.
  2. Choosing the most appropriate reagents for each type of raw water thanks to the results of the gravimetric analysis.
  3. Comparing possible methods to determine the efficiency of the coagulation, flocculation and settling processes.